skip to content
Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010 Preview this item
ClosePreview this item
Checking...

Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010

Author: Ben Young
Publisher: Boca Raton ; Leiden, The Netherlands : CRC Press/Balkema, ©2010.
Edition/Format:   Print book : Document : Conference publication   Computer File : EnglishView all editions and formats
Database:WorldCat
Summary:
This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section  Read more...
Rating:

(not yet rated) 0 with reviews - Be the first.

Subjects
More like this

 

Find a copy in the library

&AllPage.SpinnerRetrieving; Finding libraries that hold this item...

Details

Genre/Form: Conference papers and proceedings
Congresses
Material Type: Conference publication, Document
Document Type: Book, Computer File
All Authors / Contributors: Ben Young
ISBN: 9780415584739 0415584736
OCLC Number: 701425089
Notes: "A Balkema book."
Description: xvii, 742 pages : illustrations ; 26 cm + 1 CD-ROM (4 3/4 in.)
Contents: ISTS Kurobane lecture Life extension of fixed platforms N. Zettlemoyer Bolted joints Behaviour of I beam-SHS column steel joints with hollo-bolts: An experimental study A.C.B. Mesquita, L.A.P. Simoes da Silva & S. Jordao Static resistance of bolted circular flange joints under tensile force M. Couchaux, M. Hjiaj & I. Ryan Joint rotation behaviour of bolted endplate connections to flowdrilled RHS columns A.Y. Park & Y.C. Wang Validation of an FE model for an experimental blind-bolted moment-resisting connection to concrete filled hollow section A. Al-Mughairi, W. Tizani & J.S. Owen Study on the initial stiffness of blind bolted T-stub connections Z.Y. Wang, W. Tizani & Q.Y. Wang Static strength of joints Improving the ductility of welded connections in rectangular hollow sections L.H. Teh & G.J. Hancock Evaluation of numerical investigations on static behaviour of slender RHS K-gap joints O. Fleischer, R. Puthli & J. Wardenier Elastic axial rigidity formula for multi-planar CHS X-joints and its effect on the behavior of single layer ribbed domes L.J. Jia & Y.Y. Chen Strength of RHS K-joints in brace members with holes required for truss hot-dip galvanizing C. Lopez-Colina, M.A. Serrano-Lopez, J.J. Del Coz-Diaz, G. Iglesias-Toquero & J. Gonzalez-Martinez Static behaviour of complicated multi-planar tubular joints-A case study in Guangdong Science Center Y.B. Shao, Y.F. Jin, J.C. Zhang, Z.H. Qiu, S.P. Chiew & S.T. Lie Strengthening T-joints in thin-walled tubular structures A. Shaat, J. Aguilera & A. Fam Seismic Cyclic test and analysis on CHS stiffened connections to box section girders with different details W. Wang, Y.Y. Chen & B.D. Zhao Experimental study on overlapped CHS K-joints under cyclic loading X.Z. Zhao, X.B. Xu & Y.Y. Chen Seismic performance evaluation of steel tubular columns under cyclic bidirectional loading I.H.P. Mamaghani Cyclic elastoplastic analysis of steel tubular braces I.H.P. Mamaghani Crack damage of multi-story CFT frame under strong ground motion K. Goto & M. Saisho Numerical study on displacement response of electric truss-columns under earthquake loads L. Wang, J.H. Zhu, A.Z. Zhu & H.P. Zhu Behavior of external diaphragm connection of CHS column with H-shaped beams W.N. Sui & Y.Y. Chen Cyclic testing of hollow structural sections for seismic applications in low to mid-rise moment frames J. McCormick, M. Fadden & J. Buison Stability Buckling analysis of cold-formed RHS frames using Generalised Beam Theory C. Basaglia & D. Camotim Eccentric cleat plate connections in hollow section members in compression T. Wilkinson, D. Stock & A. Hastie Bearing capacity of hollow flange beams with web penetrations T. Wilkinson, M. Judd, M. Popplewell & J. Salhini Local buckling limits of tubular sections in bending and compression A.M. Gresnigt, C.A. Willemse & S.A. Karamanos Buckling response of submarine pipelines under combined tension and bending S.F. Gong, H. Deng, L. Yuan & W.L. Jin Stainless steel & aluminium Column tests of concrete-filled aluminium tubular sections F. Zhou & B. Young Analytical solution for residual stresses in cold-formed stainless steel circular hollow sections due to cold bending W.M. Quach & C. Cai Recent research on stainless steel tubular structures L. Gardner Compression resistance of aluminium stub columns using Continuous Strength Method M. Ashraf & B. Young Residual stress pattern of stainless steel SHS M. Jandera & J. Machacek Effects of different adhesive and FRP on strengthening of stainless steel tubular structural members S.M.Z. Islam & B. Young Oval hollow sections Numerical study on the ultimate strength of elliptical stub columns N. Silvestre & L. Gardner Slenderness limits for EHS and OHS subject to bending using the RHS approach X.L. Zhao, A. Kernot, J.A. Packer & T. Haque Biaxial bending and compression of elliptical hollow sections T.M. Chan, J.M. Abela & L. Gardner Instabilities in elliptical hollow section members K.H. Law & L. Gardner Numerical modelling of concrete-filled stainless steel elliptical hollow sections D. Lam & X. Dai Experimental studies of elliptical concrete-filled tube columns N. Jamaluddin, D. Lam & J. Ye Compression members of cold-formed steel oval hollow sections J.H. Zhu & B. Young Applications & case studies PREON-The flexible standard in hall construction O. Josat Glazed atrium roof shopping center Cotroceni Park, Bucharest M. Eekhout, N. Eekhout, L. Weber & M. Venhuizen Structural design of the Spanish Pavilion for the Expo 2010 in Shanghai J. Martinez Calzon, C. Castanon Jimenez, J.M. Ding, X. Zhao & H.H. Sun Manufacture and construction of the Spanish Pavilion for the Expo 2010 in Shanghai M.Y. Fang, J. Martinez Calzon & C. Castanon Jimenez The architecture of tubular footbridges L.J. Sanz Balduz, J.L. Abadia, J.R. Leon, M. Bolea, J. Arruga & M. Rivera Diversity of design for welded joints of hollow profiles in shell structures J. Muglitz & C. Seidel Specification & code development Enhanced proof strength after cold process of fabrication of non-linear metallic profiles-Comparison of two predictive models for hollow sections B. Rossi & J.P. Jaspart Background of the new RHS joint strength equations in the IIW (2009) recommendations J. Wardenier, G.J. van der Vegte, J.A. Packer & X.L. Zhao Production standards for cold-formed hollow structural sections J.A. Packer & S.P. Chiew Design tools for hollow section joints K. Weynand, J. Kuck, R. Oerder, S. Herion, O. Fleischer, O. Josat & M. Schneider Material properties of cold formed tubular sections with high yield strength steels K. Ochi Structural integrity Study of the damage on tubular steel structure after 30 years in service A. Petersen, P. Decosemaeker & M. Lefranc Modern design method using NIDA for scaffolding systems Y.P. Liu & S.L. Chan Structural integrity assessment of tubular structures containing weld defects S. Cicero, R. Lacalle & R. Cicero Fitness for service assessment of tubular structures using the FITNET FFS Procedure S. Cicero, F. Gutierrez-Solana & R. Cicero Application of Small Punch Test for the characterization of welded joints of tubular structures R. Lacalle, S. Cicero, J.A. Alvarez, B. Arroyo & F. Gutierrez-Solana Fatigue & fracture Fatigue performance of enhanced partial joint penetration welds for tubular joints P. Marshall, X. Qian & Y. Petchdemaneengam New S-N curves for details in bridges with steel truss tubular superstructure A. Nussbaumer, S. Herion, M. Veselcic & R. Dietrich Comparison of approaches for fatigue design of different tubular joint types F.R. Mashiri, X.L. Zhao, Z. Xiao, P. Dong & L.W. Tong Fatigue strength of truss girders made of Very High Strength Steel R.J.M. Pijpers & M.H. Kolstein Failure assessment of a cracked circular hollow section T-joint including the effect of crack-front constraints X. Qian, Z. Ou & S. Swaddiwudhipong Assessment of brittle fracture from defects using toughness scaling model T. Iwashita & K. Azuma Experimental investigation on stress concentration factors for diamond bird beak T-joints L.W. Tong, D.Q. Yan, Y.Q. Liu & X.L. Zhao Fatigue resistant truss connections with thick walled chords I. Mangerig, R. Wagner & N. Romen Fatigue behavior of welded CHS joints of large dimensions I. Mangerig, N. Romen & R. Wagner Design and fatigue assessment of a stinger N. Ermolaeva, Y. Yu & L. Zhao Influence of welding residual stresses on stable crack growth in tubular K-joints under compressive fatigue loadings C. Acevedo & A. Nussbaumer Crane runways made of hot-rolled mannesmann steel hollow (MSH) sections S. Herion, O. Josat, C. Dittmann, P. Sunder, O. Fleischer & J. Dechent Numerical and experimental plastic collapse loads and CTODs of a cracked square hollow section (SHS) K-joint S.T. Lie, B.F. Zhang, T. Li & Z.M. Yang Composite construction Moment capacity of concrete filled double skin tubes X.L. Zhao & A. Choi Parametric studies of behaviour of composite beam-column end plate connections subjected to low-probability, high-consequence loading O. Mirza & B. Uy FE analysis of composite tubular K-joints subjected to static loading Q.Y. Song, L.H. Han & X.L. Zhao In-plane creep behaviour of concrete-filled steel tubular arches Y.L. Pi, M.A. Bradford & W.L. Qu Strength design against in-plane failure of concrete-filled steel tubular arches Y.L. Pi, M.A. Bradford, C.Y. Liu & Y.Y. Wang Inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns under axial compression L.H. Han, Q.X. Ren & W. Li Hybrid FRP-concrete-steel double-skin tubular columns with a square outer tube and a circular inner tube: Stub column tests T. Yu & J.G. Teng Experimental investigation on tubular columns infilled with ultra-high strength concrete J.Y.R. Liew & D.X. Xiong Recent developments on design of composite columns in Hong Kong K.F. Chung & C.K. Chan Experiment investigations of stress concentration factor of concrete-filled tubular T joints J. Chen, J. Chen & W.L. Jin An experimental study of rectangular concrete filled tubular (CFT) columns with high strength concrete D. Hernandez-Figueirido, J.M. Portoles, M.L. Romero & J.L. Bonet Effect analysis of suspender damage on through concrete filled steel tubular arch bridge H. Chen, W. He, B. Wang & L. Huang Fire Experimental evaluation of steel dual tube column system for fire protection M.B. Wong & J.D. Wang FE analysis of self-consolidating concrete filled double skin tubular columns subjected to fires H. Lu, X.L. Zhao & L.H. Han Fire resistance design of concrete-filled double skin tubular (CFDST) columns H. Lu, X.L. Zhao & L.H. Han Structural performance of extended end-plate connections between tubular steel members in fire O. Salem, G. Hadjisophocleous & E. Zalok A numerical study of the fire behaviour of high strength concrete filled tubular columns A. Espinos, M.L. Romero, A. Hospitaler & C. Ibanez Fire design of external semi-rigid composite joints P. Schaumann & O. Bahr An experimental study of structural behaviours of CHS T-joints subjected to brace axial compression in fire condition M.P. Nguyen, T.C. Fung & K.H. Tan Numerical models and parametric study on ultimate strength of CHS T-joints subjected to brace axial compression under fire condition M.P. Nguyen, K.H. Tan & T.C. Fung
Other Titles: Tubular structures 13
Tubular structures thirteen
Proceedings of the 13th International Symposium on Tubular Structures
Responsibility: editor, Ben Young.
More information:

Abstract:

This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section was used with three different typical concrete strengths to determine the reduction of column strength with the increase in column length. All specimens were tested to failure to assess their load carrying capacity, deformation and structural behaviour.

Reviews

User-contributed reviews
Retrieving GoodReads reviews...
Retrieving DOGObooks reviews...

Tags

Be the first.
Confirm this request

You may have already requested this item. Please select Ok if you would like to proceed with this request anyway.

Linked Data


Primary Entity

<http://www.worldcat.org/oclc/701425089> # Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010
    a schema:Book, schema:CreativeWork, schema:MediaObject ;
   library:oclcnum "701425089" ;
   library:placeOfPublication <http://experiment.worldcat.org/entity/work/data/784995486#Place/boca_raton> ; # Boca Raton
   library:placeOfPublication <http://id.loc.gov/vocabulary/countries/flu> ;
   library:placeOfPublication <http://experiment.worldcat.org/entity/work/data/784995486#Place/leiden_the_netherlands> ; # Leiden, The Netherlands
   schema:about <http://id.loc.gov/authorities/subjects/sh85138467> ; # Tubular steel structures
   schema:about <http://dewey.info/class/624.1772/e22/> ;
   schema:about <http://id.worldcat.org/fast/1158613> ; # Tubular steel structures
   schema:alternateName "Tubular structures 13" ;
   schema:alternateName "Tubular structures thirteen" ;
   schema:alternateName "Proceedings of the 13th International Symposium on Tubular Structures" ;
   schema:bookFormat bgn:PrintBook ;
   schema:contributor <http://experiment.worldcat.org/entity/work/data/784995486#Person/young_ben> ; # Ben Young
   schema:copyrightYear "2010" ;
   schema:creator <http://experiment.worldcat.org/entity/work/data/784995486#Meeting/international_symposium_on_tubular_structures_13th_2010_hong_kong_china> ; # International Symposium on Tubular Structures (13th : 2010 : Hong Kong, China)
   schema:datePublished "2010" ;
   schema:description "This paper presents a series of test results carried out on elliptical Concrete-Filled Tube (CFT) columns. The tests were conducted to investigate the effects of variations of concrete strength and column slenderness on the behaviour and axial strength of the columns. The experimental study was carried out on ten specimens of short and long columns with Self-Consolidating Concrete (SCC). One elliptical steel section was used with three different typical concrete strengths to determine the reduction of column strength with the increase in column length. All specimens were tested to failure to assess their load carrying capacity, deformation and structural behaviour."@en ;
   schema:exampleOfWork <http://worldcat.org/entity/work/id/784995486> ;
   schema:genre "Conference publication"@en ;
   schema:genre "Conference papers and proceedings"@en ;
   schema:inLanguage "en" ;
   schema:name "Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010"@en ;
   schema:productID "701425089" ;
   schema:publication <http://www.worldcat.org/title/-/oclc/701425089#PublicationEvent/boca_raton_leiden_the_netherlands_crc_press_balkema_2010> ;
   schema:publisher <http://experiment.worldcat.org/entity/work/data/784995486#Agent/crc_press_balkema> ; # CRC Press/Balkema
   schema:workExample <http://worldcat.org/isbn/9780415584739> ;
   wdrs:describedby <http://www.worldcat.org/title/-/oclc/701425089> ;
    .


Related Entities

<http://experiment.worldcat.org/entity/work/data/784995486#Agent/crc_press_balkema> # CRC Press/Balkema
    a bgn:Agent ;
   schema:name "CRC Press/Balkema" ;
    .

<http://experiment.worldcat.org/entity/work/data/784995486#Meeting/international_symposium_on_tubular_structures_13th_2010_hong_kong_china> # International Symposium on Tubular Structures (13th : 2010 : Hong Kong, China)
    a bgn:Meeting, schema:Event ;
   schema:location <http://experiment.worldcat.org/entity/work/data/784995486#Place/hong_kong_china> ; # Hong Kong, China)
   schema:name "International Symposium on Tubular Structures (13th : 2010 : Hong Kong, China)" ;
    .

<http://experiment.worldcat.org/entity/work/data/784995486#Place/hong_kong_china> # Hong Kong, China)
    a schema:Place ;
   schema:name "Hong Kong, China)" ;
    .

<http://experiment.worldcat.org/entity/work/data/784995486#Place/leiden_the_netherlands> # Leiden, The Netherlands
    a schema:Place ;
   schema:name "Leiden, The Netherlands" ;
    .

<http://id.loc.gov/authorities/subjects/sh85138467> # Tubular steel structures
    a schema:Intangible ;
   schema:name "Tubular steel structures"@en ;
    .

<http://id.worldcat.org/fast/1158613> # Tubular steel structures
    a schema:Intangible ;
   schema:name "Tubular steel structures"@en ;
    .

<http://worldcat.org/isbn/9780415584739>
    a schema:ProductModel ;
   schema:isbn "0415584736" ;
   schema:isbn "9780415584739" ;
    .

<http://www.worldcat.org/title/-/oclc/701425089>
    a genont:InformationResource, genont:ContentTypeGenericResource ;
   schema:about <http://www.worldcat.org/oclc/701425089> ; # Tubular structures XIII : proceedings of the 13th International Symposium on Tubular Structures, Hong Kong, China, 15-17 December 2010
   schema:dateModified "2016-05-11" ;
   void:inDataset <http://purl.oclc.org/dataset/WorldCat> ;
    .


Content-negotiable representations

Close Window

Please sign in to WorldCat 

Don't have an account? You can easily create a free account.